HomeMy WebLinkAboutSUBMITTED PAPERSSt. Lucie County
Building & Zoning Departmen
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553 St
APPLICATION FOR REPLACEMENT OF
Permit Number:
/ I pa, 00 F7
t
Sc�yIVED
�Ucjo County
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:. o '
1. LOCATION/SITE ADDRESS:✓1� �) �� ��
2. PARCEL ID NUMBER: 7-gZb - ?l/ Z- '0 4— ar%
3.
4. TYPE OF STRUCTURE: SFR_� MOBILE HOME OTHER
5. OWNERS INFORMATION
Wow ��
Name:
Address:
City: 4-4e,- State: �L
Zip: Phone: ! Z' 5
J
6. CONTRACTOR'S INFORMATION �J
FL Reg/Cert #: c6% �/), ) C/P-/
County Cert #:
Business Name: �-rl"es > ne ePitel5 --r✓iG
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
5/
120 mph
1130 mph
1140 mph
17 wt'
Lbw
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
9
7. VALUE OF CONSTRUCTION: $ 11 o 1. FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating construction and zoning.
chr-,W X /1-1
PRINT QUALIFIERS/OWNERS NAME SIGNATURE O QUALIFIE R
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS "7 Y DAY OF 20L, B . O IS R NALLY KNOWN TO ME OR WHO
HAS PRODUCED ENTIFIC ON. I
SIGNATURE OF NOTARY TY E OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUM
LIP
oNotary Public State of Florida
Kari M Riccabon�My Commission OD792655 Expires 05128/20 t 2
s.
ST. LUCIE COUNTY Vinyl Siding
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
[]Attach 2 copies of the NOA or Florida approval with details to the product being used.
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application
includes:
1. LOCATION/SITE ADDRESS: ..............................................
2. PARCEL ID NUMBER: .......................................................
Indicate the street address, or general location, of the property on
which the building activity is taking place.
Indicate the Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which
the product is to be installed.
5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION: ...........................................
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
5617996538 P 1/2
#3018 P.0011001
3?02349 Install �ps�sTo 2349 >>
Ll,., 1w +6
U<Z2� <L) NPAS 7? u1p
W %xAs7,%*
M
M IAM I•DADE
® MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
R PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
_— . (305) 375-2901 FAX (305) 375-2N8
AWP,LLC, — -
8130 N.W. 74Tn Avenue,
Miami, FL 33166
E; SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone,
APPROVAL DOCUMENT: Drawing No. W09=1`l; titled "Serve's""T000'Q"PVC Single Hung Tilt WDW.
(N.I.)", sheets 1 to 4 of 4, dated 02/12/09, prepared by the Al Farooq Corporation, signed and sealed by
Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILEJm,pACTtR-ATING None,,^i .;
ABELING: E h umt shall bear a permanent lali"'el with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be' cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Fitz A. Harris P.E.
¢�z�o 9 NONo. 09 *0223 08 yam,
MIAMIOADE COUNTY
Expirtat� on Date April 22, 2014
Appr6val''Date: °Apri1;22 2009
:;" Paged • .:
AWP, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W09-11, Sheets 1 through 4 of 4 titled "Series 10000 PVC Single Hung
Tilt WDW. (N.I.)", dated 02/12/09, prepared by the AL-Farooq Corporation, and,
signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
along with marked -up drawings and installation diagram of PVC single hung window,
prepared by Fenestration Testing Laboratory, Test Report No. FTL 5666 dated
09/12/08, signed and sealed by Carlos S. Rionda, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 02/16/09, prepared, signed and sealed by Humayoun Farooq, P.E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06-1220.01 issued to Spectus Systems for "White Rigid
PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on
12/26/2011.
F. STATEMENTS
1. Statement letter of conformance, dated February 6, 2009, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter of no financial interest, dated February 6, 2009, signed and sealed by
Humayoun Farooq, P.E.
G. OTHER
None
E-1
Fitz A. Barris, P.E.
Product Control Examiner
NOA No. 09- 0223.08
Expiration Date: April 22, 2014
Approval Date: April 22, 2009
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
INSULATING GLASS
WIDTH
HEIGHT
EXr.(+)
TNT.(-)
19-1/8"
26-1/2"
32"
37"
42"
48"
53-1/8'
26'
(3)
65.0
65.0
130.0
130.0
65.0
130.0
65.0
124.8
65.0
110.0
65.0
96.2
1 65.0
86.9
19-1/8-
26-1/2'
32"
37'
42'
48"
53-1/8"
38-3/8'
(4)
65.0
130.0
65.0
130.0
65.0
130.0
65.0
112.8
65.0
99.4
65.0
86.9
65.0
78.5
19-1/8'
26-1/2'
32"
37'
42'
48"
53-1/8"
50-5/8'
(5)
65.0
130.0
65.0
130.0
65.0
123.6
65.0
106.9
65.0
94.1
65.0
82.4
65.0
74.4
19-1/8"
26-1/2"
32'
37'
42"
48'
53-1/8'
63"
(7)
65.0
130.0
65.0
130.0
65.0
130.0
65.0
120.2
65.0
102.4
65.0
83.3
65.0
71.9
19-1/8-
26-1/2"
32"
37'
42-
48"
53-1/8-
76-I/4"
(B)
65.0
130.0
65.0
130.0
66.8
130.0
65.1
112.8
65.0
96.7
65.0
76.6
65.0
65.0
NU. IN PAKLNIKE515 INDICATE NUMBER
OF ANCHORS PER JAMB.
WIDTH
�i
�I
I
EQUAL LITES
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
INSULAThNNG GLASS
WIDTH
HEIGHT
EXT.(+)
TNT.(-)
19-1/8"
26-1/2"
32'
37,
42.
48'
53-1/8-
50-5/8
(5)
65.0
130.0
65.0
130.0
65.0
123.6
65.0
106.9
65.0
94.1
65.0
82.4
65.0
74.4
19-1/8"
26-1/2"
32"
37'
42"
63'
(7)
65.0
130.0
65.0
130.0
65.0
130.0
85.0
120.2
65.0
105.9
19-1/8"
26-1/2"
32"
76-1/4"
(8)
65.0
130.0
65.0
130.0
65.0
104.6
NO. IN PARENTHESIS INDICATE NUMBER
OF ANCHORS PER JAMB.
UNEQUAL LITES (ORIEL TYPE)
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05-DEC-219
53 1/8-
WINDOW WIDTH
48'
D.L.O. (FIX. LITE)
5' MAX.
9
'HEADli
HEAD
CORNERS
A
7
n �d
a
,I 11
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES
COMPLYING WITH HVHZ REQUIREMENTS.
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.
SERIES 10000 PVC SINGLE HUNG TILT WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ABOVE.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
1/8" ANN. GLASS
OF S.H./S.H. OR S.H. WDW. WITH OTHER MIAMI-DADE COUNTY
APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS
rs/16' AIR SPACE
IN BETWEEN.
l
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
3/16" ANN. GLASS
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
_ ILI
SILICONE
REQUIREMENTS OF THE FLORIDA BUILDING, CODE 2004/2007 EDITION INCLUDING
�N
GE 1000
HIGH VELOCITY HURRICANE ZONE (HVHZ).
1�
L
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
\I6
y I
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
z
\
ARE NOT PART OF THIS APPROVAL.
a
F
`
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
a
MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO
GLAZING DETAIL
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
7/8" OVERALL INSULATING GLASS
OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
SILL ANCHORS NOT RE00.
45 5/8'
D.L.O. (VENT)
48 3/4-
TYPICAL ELEVATION
TESTED UNIT
o��
z
3
n
ml
z
- n
LL
41
4m
z
rcy
H
m
Z� nl
n
Q10m�I
D�c2rtsxt a:rc➢
c m
�
'INSULATING GLASS;
NON IMPACT
m
I
01
0
DR. HUMAYOUN FAR000
STRUCTURES
'
FLA. PC ii 165 ,7
OAN. 353d
o
EII v
;
n ar wing -no.)
W09-11
J
TYPICAL ANCHORS METAL
CSTRUCTURE
TYPICAL ANCHORS
\1 SEE ELEV. m i�
CFOR SPACING o
LQ
3 o i
�03 jl
� FOE
'I
v
'��ps ;j!�
TYPICAL ANCHORS
MIAMI-OADE COUNTY SEE ELEV.
APPROVED MULLION FOR SPACING
oh MULLION ANCHORS
C7
a�g IIII TYPICAL ANCHORS
SEE ELEY
FOR SPACING
WOOD BUCK
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW.
'¢I
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE
I
�----J
BUILDING STRUCTURE.
I m
ml
Z
O f" A
IJ
lay
v=i
F w
a IL r
�al
IL
C� °U
4
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
r
m
O'owm o
j
#14 SMS (GRADE 2 CRIS)
0 4 4
j
rp�
0.3mo10
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
N
1-3/8" MIN. PENETRATION INTO WOOD
Q W LL N
'ITW'
LL 2 m - m
1/4" DIA, TAPCONS BY
'ELCO'
j m Q J
Q a t•
1/4" DIA. ULTRACON BY (Fu=177 KSI, Fy=155 KSI)
THRU 18Y BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
z
DIRECTLY INTO CONC. OR MASONRY
3
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
m
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 Gas)
�-
n
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
z
(NO SHIM SPACE)
=
Gi
INTO METAL STRUCTURES
z
<
STEEL 12 GA. MIN. (Fy = 36 KSI MIN.)Frn
m
a
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
�M N
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
o
J _ m
TYPICAL EDGE DISTANCE
Z
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
3 0 0 ...
INTO WOOD STRUCTURE = 1" MIN.
rn
Q ao�
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE Pe = 3000 PSI MIN.
MASONRY Pm = 2000 PSI MIN.
SEALANTS:
FRAME, VENT CORNERS AND FIX. RAIL ENDS SEALED WITH
2
WHITE/ALUMINUM COLORED SEALANT.
-
WEEPHOLES:
W1 = 1-9/16" X 5/16" WEEP HOLES AT 4-3/8" FROM EACH END
••
WITH PLASTIC BAFFLE
0
m
0
W2 = 5/8" WEEP NOTCH AT EACH END
•�
W3 = 3/8" X 1/4" WEEP HOLES AT EACH END
m
o
W4 = 1" X 1/8" WEEP HOLES AT 3-3/4" FROM EACH END
(� I
Engr: OR. HU11Af0UN F;.P.000 n t
STRUCTURES i
FLA PE 16557
CAN. B S
4Vedwco�:pEYuUg with the
i`;'lc;4.daGaidL"g
O ? oT13•o8 r------`-
drawing no.
Islll::$zi'ap:lLu �rtlalWt wos—i �
> EB d 2009 2 sheet of 4
r
I • ra
7� e
MIAMI-OADE COUNTY
TYPICAL ANCHORS APPROVED MULLION
SEE ELEV. FOR SPACING & MULLION ANCHORS O19
\ F l W m a
Q (L w ali
I 1 F 7 LL
o0oa
� m I
-- 'a¢a g
O
-_ L-_--- _ LLzw_gLid
J�ma�
Q w i L
WINDOW WIDTH WINDOW WIDTH O
n�
3 I
3
m
F n
c�
1/4' MAX. O 1/4" SHIMSHIM �y i
SHIM VENT WIDTH MAX. a 1/4' SHIM J W
14 TYPICAL ANCHORS MAX. z
17 11 6 9 28 13 SEE ELEV. �+ = 1:•1
FOR SPACING o <�
D oQ -j
J 3� m
Llz o
00 _ ' _--____-_---____--_ �a o M - � a�Jv�
�^ °L �i•-�ww
IE
METAL rn0
STRUCTURF�
2 WOOD R K
•.WOOD BUCK ��� WOOD STRUCTUR
2 EXTERIOR °
6
D.L. OPG.
o
WINDOW WIDTH
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING c �'
o a
m o I
G
C __l
Engr. DR, HURAVOUN 1'AR000
STRUCTURES r
Fla PE 16557 0 >
A.N. 53C
��awTii��B with titx 5 .
'fie='sl�ttbafiTl { drawing no. I
�— w09—�
FEB 1 6 2009 sheet 3 of 4
IF#
FRAME HEAD/JAMB
Ii
FIX. MEETING RAIL
1.582
F.
065
f 1.574
.283 D
O VENT TOP RAIL
1.886
.2183
�n 1.574
.945 IrJILWJ .065
q P
1.378
O VENT BOTTOM RAIL
0
`/ FRAME SILL
r— 1.574 —L
I
1.1
378 .065
59
"-.945
06 VENT SIDE RAIL
.115 i�
.563 803
v GLAZING BEAD
.268 I�O60
1.171
(9)9A
HEAD/JAMB COVER/VENT STOP
*.L.
.74
to LATCH LOCK
L� 1.188
.125
1.178 1.428
�I.200 .79''
L1.471-1
1z
FIX. MTG. RAIL STIFFENER
.490
E—Ijjj� (777 (I I�CS
1 .240
ti VENT STIFFENER
1.4CImum w4.cT
ITEM
PART y
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
YV-10001
1
FRAME HEAD
PVC
-
2
YV-10001
2
FRAME JAMB
PVC
-
3
7V-10002
1
FRAME SILL
PVC
-
4
YV-10003
1
VENT BOTTOM RAIL
PVC
-
5
YV-10004
1
VENT INTERLOCK STILE
PVC
-
6
YV-10005
2
VENT SIDE STILE
PVC
-
7
YV-10006
1
FIXED INTERLOCK
PVC
-
8
YV-10007
8
GLAZING BEAD
PVC
-
9
YV-10008
3
HEAD/JAMB COVER
PVC
-
9A
YV-1Dom-
2
VENT STOP (5-3/4- LONG)
PVC
-
10
YV-10009
1
VENT BOTTOM LATCH LOCK AT MIDSPAN OF BOT. RAIL
PVC
-
11
YE-1104
4/VENT
VENT REINFORCEMENT
6063-T6
-
12
YE-1103
1/EACH.,FIXED
INTERLOCK REINFORCEMENT
6063-T6
-
13
-
2/VENT
"ULTRA -LIFT' BALANCE
-
'CALOWELL'
14
YH-5010
2/VENT
BALANCE CARRIER ASSY. (MOD. 16HI01)
-
"CALDWELL'
15
YH-524S5
2/VENT
PIVOT BAR (MOD. 0614523-SS) AT EACH END OF BOT. RAIL
S. STEEL
ADEPT
16
YH-1316
AS REO'D.
0 3/8' HOLE PLUG (MOD. C-13856)
NYLON
ASHLAND
17
YH-4026
AS REO'D.
.187" x .270" FIN SEAL PILE WITH PLASTIC FIN W'STRIP
-
'ULTRAFAB'
18
YH-590RH
1/VENT
TILT LATCH (MOO. 46.13.32101 RIGHT) AT END OF TOP RAIL
-
TRUTH'
19
YH-59OLH
1/VENT
TILT LATCH (MOD. 46.13.32.102 LEFT) AT END OF TOP RAIL
-
TRUTH'
20
YH-595
2/VENT
SWEEP LOCK (MOD. 677208) AT 6" FROM EACH END
-
"DECO'
21
YH-597
2/VENT
FACE MOUNT KEEPER (MOD. 677133) AT LOCK LOCATIONS
-
"DECO"
22
YH-1610
2
WEEP HOLE COVER
-
"ASHLAND'
23
YF-81
2/BAR
#6 x 1/2' P.H. PH.OR. PIVOT BAR SCREW
CAD PLATED CRS.
-
24
YF-82
2/KEEPER
#6 x 3/4" F.H. TEK. SO.OR. KEEPER SCREW
CAD PLATED CRS.
-
25
YF-63
2/LOCK
#8 x 7/8' F.H. TEK. PH.DR. SWEEP LOCK SCREW
CAD PLATED CRS.
-
26
YF-78SH
4
-1/2" P.H. SS. SO.DR. FIXED MTG.rG. RAIL SCREW
S. STEEL
(2) AT EACH END
27
YF-85
1/LATCH
�6 x 17 F.H. SS. SO.DR. TILT LATCH SCREW
S. STEEL
-
28
YF-90
1/BAL.
Q8 x 1-1/4" F.H. SS. PH.DR. BALANCE SCREW
S. STEEL
-
30
YF-21SS
5/VENT 1
#8 x 1/2' P.H. SS. PH.DR. FIXED MR. REINF. SCREW
S. STEEL
AT 4' FROM ENDS & 10-1/4" O.C.
HRAME CORNERS
IITERED WELDED
:ORNERS
1 6 2009
' Ttuar cF!::
Omte,�22-�oov
- s3�o8
DedeProda;A 00nIru1
n •o I
ia. u I
�I
drawing no.
W09-11
sheet- 4 0 4
MM A iD�►�E MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ww.miamidade.Qov/bulldinp/home/asR
Arch Windows, LLC-�dli`akA�WNYKri
, 8130tN VG 74"`�A nue
Medley, FL 33166
c SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIP�TiON Alumirium Tube Mullion L M I '
APPROVAL DOCUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through
7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision E dated 09/02/10, signed and
sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT, The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 0 09-0617.04and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 10-0930.06
CMIAMI-MADEuivnr Expiration Date: December 24, 2011
Approval Date: January 06, 2011
Page 1
Arch Windows. LLC dba AWP
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7,
prepared by Al Farooq Corporation, dated 11/20/95, with revision E dated 09/02/10,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94
2) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with marked -up drawings and installation diagram of 3 mulled fixed frame
windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3284, dated February 1, 2002, signed and sealed by Luis
Antonio Figueredo, P.E.
(Submitted under original approval #02-0227.01)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94
along with installation diagram of window prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-1297, dated September 21, 1995 signed and
sealed by Yamil Gerardo Kuri, P.E.
(Submitted under original approval #95-0515.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by Al-Farooq Corporation, dated 04/21/09 and 09/03/10, signed and sealed
by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-04.
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated September 03, 2010,
signed and sealed by Javad Ahmad, P.E.
2. Legal documents for name change, including asset purchase agreement, dated January
14, 2010.
G. OTHER
1. Notice of Acceptance No. 09-0617.04, issued to AWP, LLC for their "Aluminum
Tube Mullions — L.M.I.", approved on 08/26/09 and expiring on 12/34LQ.
Manuel ez, P.E.
Product Control -Examiner
NOA No.10-0930.06
Expiration Date: December 24, 2011
Approval Date: January 06, 2011
E-1
6.000
ALL TUBE MULLIONS TO BE ALLOY 6063-T6.
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WDH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.6.4.
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REOUIREO PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH
STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS
STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
MULLION CLIP (YE-65) (6063-T6) I MULLION CLIP (6063-T5)
(ALT, TO ANGLES) (ALT. TO ANGLES)
CUP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG
INTO TUBE MULLIONS. IN G TUBE MULLIONS.
MULLION CLIP (6063-T5)
CLIP LENGTHS MUST BE CUT TO FIT SNUG
INTO TUBE MULLIONS.
(NO SIDE FASTENERS REGO.)
r-1.718-1
.125
1.613
MULLION CLIP (6063-T5)
CLIP LENGTHS MUST BE CUT TO FIT SNUG
INTO TUBE MULLIONS.
(NO SIDE FASTENERS REGO.)
.125
2.100
2.000 -�I
ANGLE CLIP (6063-T5)
Engi. JAVAD AHMAD •,
P'Q0892 PRODUCT REVISED
C.A,N. 538 -Os complyingwllhThe,
i building Code
Acxptan No �.
Eyplra 10 Dato
prodmc
• ... Divie' n
�v
M
z
aK �
0
IL
Ir
0�
m
0aQQ�
LLZIn_oin
drawing no.
M95-06A
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
I X 2
STD.
I STD.
I STD.
STD.
I STD.
WIDTH (W)
MULL SPAN
19-1/8"
26-1/2"
30"
37"
42"
48"
53-1/8"
60"
66"
72"
74"
38-3/8"
140.0
140.0
140.0
140.0
140.0
136.2
140.0
140.0
140.0
140.0
120.3
140.0
140.0
140.0
140.0
97.6
140.0
140.0
140.0
140.6
55.9
140.0
140.0
140.0
140.0
75.2
140.0
140.0
140.0
140.0
67.9
139.8
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
W82.21111140.0
140.0
140.0
140.0
140.0
140.0
140.0
19-1/8'
26-1/2
30"
37'
42'
48"
53-1/8"
60"
66"
72"
74"
50-5/8"
140.0
140.0
140.0
59.3
140.0
140.0
140.0
140.0
52.4
140.0
140.0
140.0
140.0
42.5
115.3
140.0
140.0
140.0
37.4
101.6
140.0
140.0
t40.O
32.8
88.9
140.0
140.0
140.0
29.6
BO.3
129.3
140.0
140.0
26.2
71.1
114.5
140.0
t40.0
23.5
64.7
104.1
140.0
140.0
21.8
59.3
95.4
j 139.3
140.0
21.2
57.7
92.8
135.6
140.0
19-1/8"
26-1/2'
30"
37"
42'
48'
53-1/8'
60'
66'
72'
74"
63"
42.7
122.1
140.0
140.0
140.0
30.8
68.1
140.0
140.0
140.0
27.2
77.8
140.0
140.0
140.0
22.0
63.1
119.6
140.0
140.0
-
55.6
105.6
140.0
140.0
-
48.6
92.4
135.0
140.0
-
43.9
83.5
121.9
140.0
-
38.9
73.9
108.0
140.0
-
35.4
67.2
98.2
140.0
-
32.4
61.6
90.0
140.0
-
31.5
60.0
87.5
140.0
19-1/8"
26-1/2"
30"
37"
42"
48"
53-1/8"
60"
66"
72"
74'
74-1/4"
26.1
74.6
140.0
140.0
140.0
-
53.8
115.4
140.0
140.0
-
47.5 1
101.9
140.0
140.0
-
38.5
52.6
120.7
140.0
-
33.9
72.8
106.4
140.0
-
29.7
63.7
93.1
140.0
-
26.8
57.6
84.1
140.0
-
23.8
51.0
74.4
140.0
-
21.6
46.3
67.7
131.0
-
-
42.5
62.0
120.1
41.3
60.4
116.9
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
XWIDTH
STD.
STD.
STD.
STD.
(W)
MULL SPAN
26-1/2'
30..
37"
42"
48"
53-1/8"
60"
66"
72"
74'
84"
51.5
110.4
140.0
140.0
N--D2
37.2
79.7
116.4
140.0
32.8
70.4
102.8
140.0
26.6
57.1
83.4
140.0
23.4
50.3
73.5
140.0
-
20.5
44.0
64.3
140.0
-
-
39.7
58.1
127.2
-
-
35.2
1 51.4
112.6
-
-
32.0
46.7
102.4
-
-
29.3
42.5
93.6
-
-
28.5
41.7
91.3
19-1/8'
26-1/2'
30"
37'
42"
48"
53-1/8"
60"
66"
72'
74"
96"
-
34.5
74.0
108.1
140.0
-
24.9
53.4
78.0
1 140.0
-
22.0
47.2
68.9
140.0
-
-
38.2
55.9
139.8
-
-
33.7
49.2
123.2
-
-
29.5
43.1
107.8
-
-
26.6
38.9
97.4
-
-
23.6
34.4
86.2
-
-
21.4
31.3
78.4
-
-
-
28.7
71.8
-
-
I -
27.9
69.9
19-1/8"
26-1/2"
30"
37"
42"
48"
53-1/8"
60'
66"
72"
74"
108'
-
24.2
51.9
75.9
140.0
-
-
37.5
54.8
140.0
-
-
33.1
48.4
134.5
-
-
26.9
39.2
109.1
-
-
23.7
34.6
96.1
-
-
20.7
30.2
84.1
-
-
-
27.3
76.0
-
-
-
24.2
67.3
-
-
-
22.0
61.2
-
-
-
20.2
56.1
-
-
-
-
54.5
19-1/8"
26-1/2'
30"
37"
42'
48"
53-1/8"
60'
65"
72'
74'
120'
-
-
37.9
55.3
140.0
-
-
27.3
39.9
111.0
-
-
24.1
35.3
98.1
-
-
-
28.6
79.5
-
-
-
25.2
70.1
-
-
-
22.0
61.3
-
55.4
-
-
-
-
49.0
-
-
-
-
44.6
-
-
-
-
40.9
-
-
-
-
39.8
L
N
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
MULLIONS
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
1 X2
STD.
1 X3
STD.
1 X4
STD.
2X4
STD.
2X0
STD.
WIDTH (W)
MULL SPAN
19-1/8"
26-1/2"
30"
37'
42"
48"
53-1/8"
60"
66"
72"
74"
132"
-
-
28.5
41.6
115.6
-
-
20.5
30.0
83.4
-
-
-
26.5
73.7
-
-
-
21.5
59.8
-
-
-
-
52.6
-
-
-
-
46A
-
-
-
-
41.6
-
-
-
-
36.8
-
-
-
-
33.5
-
-
-
-
30.7
-
-
-
-
29.9
19-1/8"
26-1/2"
30"
37"
42"
48'
66"
72"
74" 1
144'
-
-
21.9
32.0
69.0
-
-
-
23.1
64.3
-
-
-
20.4
56.8
-
-
-
-
46.0
-
-
-
-
40.5
-
-
-
-
35.5
_
32.1
-
28.4
-
-
-
-
25.8
-
-
-
-
23.7
23.
I X 2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. T
Ix332 4 Sx332 3 1x950 4 Sx633 3 12.0374 51.01
on `4
ARCHES TO BE INSCRIBED �y
INSIDE RECTANGULAR SHAPE V . 0
0 (L
HORIZONTAL MULLION O N � r
1% K O
3 Z
Q W
3
�7 f
O
VI Q i
Z G
J �
J
0 I MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) = W1 2 W2 O P, M a
� a� m
z�� '
Z 3 3�
2 2 Z h
Q < Do W w
Q a0 m '-
O
c �d
o
i,l*4:-.STD. TUBE 2 X 6 STD. TUBE c
• IX•t 4 SX IN"3 IX IN"4 SX IN"J O
3�6, 1.488 8.276 2.758 m
yr: JAVAD AHMAO � p
01 i I
R'A. �P�' '70592 : •; PRODUCr�RmsEn,
CAN. 538 as complying with the F?Mdo ••
Bnflaing Cott
1 Acccpt4Rae No O(.
x o
Expiration Date 1 C
''�' ' •' • drowing nG.
MD
imn+ cPmd9atCc M95-06A
Divisi n
[sheet 2 of 7
%' GLAZING
PRODUCT
3
GLAZING
GLAZING
PRODUCT
PRODUCT
DESIGN LOAD CAPACITY - PSF
WINDOW
WIDTH (W)
DIMS.
MULL SPAN
A2
A4
ANCHORS
AA2
AA4
TYPE
AAA2
AAA4
I D2
D4
WINDOW
WIDTH (W)
DIMS
MULL S
19-1/8"
26-1/2"
30"
37"
42"
46"
53-1/8"
60
66'
72"
74'
38-3/8"
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
19-1/8"
26-1/2-
30"
37"
42'
48"
53-1/8"
60"
66"
72"
74"
84"
137.1
140.0
124.6
140.0
140.0
140.0
140.0
140.0
121.1
140.0
110.1
14D.0
127.6
140.0
140.0
140.0
98.2
140.0
89.2
140.0
103.4
140.0
140.0
140.0
86.5
140.0
78.6
140.0
91.1
140.0
140.0
140.0
75.7
140.0
68.8
137.E
79.7
140.0
140.0
140.0
68.4
136.7
62.2
124.3
72.0
140.0
135.3
140.0
60.5
121.1
55.0
110.1
63.8
127.6
119.8
1 140.0
55.0
110.1
50.0
1 100.1
58.0
116.0
108.9
140.0
50.4
100.9
45.9
91.7
53.2
106.3
99.9
t40.O
49.1
98.2
44.6
1 89.2
51.7
103.4
97.2
140.0
19-1/8-
26-1/2"
30"
37"
42"
48'
53-1/8"
60"
66,
72"
74"
50-5/8"
140.0
140.0
130.9
140.0
140.0
140.0
140.0
140.0
19-1/8"
26-1/2"
30"
37"
42"
48'
53-1/8"
60`
66"
1 72"
1 74-
96"
1019
140.0
94.5
140.0
109.5
140.0
140.0
140.0
91.8
140.0
83.4
140.0
96.7
140.0
140.0
140.0
74.4
140.0
67.7
135.3
78.4
140.0
140.0
140.0
65.6
131.1
59.6
119.2
69.1
138.2
129.8
140.0
57.4
114.7
52.1
104.3
60.4
120.9
113.5
140.0
51.8
103.7
47.1
94.2
54.6
tO9.2
102.6
140.0
45.9
91.8
41.7
83.4
45.4
98.7
90.8
140.0
41.7
83.4
37.9
75.9
44.0
87.9
82.6
140.0
38.2
76.5
34.8
69.5
40.3
80.8
1 75.7
1 140.0
37.2
74.4
33.8
67.7
39.2
78.4
73.6
140.0
1 g - I /a-
26-1/2'
30"
37"
42"
48"
53-1/8"
60"
66"
72"
74"
63'
115.7
140.0
105.2
140.0
121.9
140.0
140.0
140.0
19-1/8"
26-1/2"
30'
37'
42"
48"
53-1/8"
60"
66"
72'
74'
108"
83.5
140.0
75.9
140.0
88.0
140.0
140.0
140.0
73.8
140.0
67.0
134.1
1 77.7
140.0
140.0
140.0
59.8
119.6
54.4
108.7
63.0
126.0
118.4
140.0
52.7
105.4
47.9
95.8
55.5
111.0
104.3
140.0
2.2
41.9
83.8
48.6
97.1
91.2
140.0
3.3
37.9
75.7
43.9
87.8
62.4
140.0
3.8
33.5
67.0
38.9
77.7
73.0
140.0
.0
30.5
61.0
35.3
70.6
66.4
132.7
1.5
27.9
55.9
32.4
64.8
60.8
121.7
J50.71
9.8
27.2
54.4
31.5
63.0
59.2
118.4
19-1/8'
26-1/2"
30"
37"
42'
48"
53-1/8'
60"
66"
72'
74"
74-1/4"
_
0.0
89.2
140.0
103.4
140.0
140.0
140.0
19-1/8"
26-1/2"
30"
37"
42"
48"
53-1/8"
60"
66"
72"
74"
120"
0.0
64.4
128.8
74.6
140.0
140.0
140.0
5.2
56.9
113.8
65.9
131.9
123.9
140.0
1.5
46.1
92.3
53.5
106.9
100.4
140.0
44.7
89.4
40.6
81.3
47.1
94.2
88.5
140.0
39.1
78.2
35.6
71.1
41.2
82.4
77.4
140.0
35.3
70.7
32.1
64.3
37.2
74.5
69.9
139.9
31.3
62.6
28.4
56.9
33.0
65.9
61.9
123.9
28.4
56.9
25.9
51.7
30.0
59.9
56.3
112.E
26.1
52.1
23.7
47.4
27.5
54.9
51.5
1032
25.4
50.7
23.1
46.1
26.7
53.5
50.2
100.4 1
NOTE'
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
DESIGN LOAD CAPACITY - PSF
ANCHORS TYPE
24.2
48.4
22.0
44.0
25.5
51.0
47.9
95.8
21.9
43.7
-
39.8
23.0
46.1
43.3
86.6
-
38.7
-
35.2
20.4
40.8
38.3
76.6
35.2
-
32.0
-
37.1
34.8
69.7
-
32.3
-
29.3
-
34.0
31.9
63.9
-
31.4
-
28.5
-
33.1
31.1
62.1
ANCHORS
WINDOW DIMS.
WIDTH (W) MULL S1
19-1/8"
26-1/2"
30"
37'
42"
48" 132"
53-1/8"
60"
66"
72"
74"
19-1/8"
26-1/2"
30"
37'
42"
48" 144"
53-1/8"
60"
66"
72"
DESIGN LOAD CAPACITY - PSP
ANCHORS TYPE
ANCHORS ARCHES TO BE INSCRIBED
SEE SHEETS 4 THRU 6 INSIOE RECTANGULAR SHAPE
FOR OETAILS HORIZONTAL
\SEE CHART FOR CAPACITY MULLION
VEROCAL
MULLION
z
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0
2 •,
.
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PRODUCT
PRODUCT
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GLAZING
PRODUCT
PRODUCT
�ry MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WfDTH, (Wi) wl ++ W2
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1/4' DIA. TAPGONS BY 'ITW
1-1/4" MIN. WOOD PENETRATION .'''71/4" DIA. TAPCONS BY 'ITW'
LIP (1 ON EACH WIN Cy \ 1-1/4- MIN. WOOD PENETRATION
/ \ I PER ANGLE,
I
I I
n u
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I I ALUM ANGLE
I I
114 SMS 1
2 PER ANGLE I I
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I I
1/4" CIA. TAPCONS BY 'ITW'
1/4" DIA. TAPCONS BY 'ITW'
1-1/4" MIN. EMBED INTO CONCRETE
1-1/4" MIN. EMBED INTO CONCRETE
1-3/4" MIN.
2 PER CLIP (1 ON EACH WING
1 PER AN;L
EDGE DIST.
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ALL CUPS TO FIT SNUG INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
�
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1/4" DIA. TAPCONS BY 'ITW'
1-1/4- MIN. WOOD PENETRATION 1/4° DIA. TAPCONS BY 'ITW' m
4 PER CUP (2 ON EACH WING 1-1/4" MIN. WOOD PENETRATION j
1" MIN. 1" MIN. 2 PER ANGL Z On
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1 I FOR 3" TUBE I I
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[sheet 4 of 7
1/4" DIA, TAPCONS BY 'DW' 1/4" DIA. TAPCONS BY '17W'
1-1/4" MIN. EMBED INTO MASONRY BLOCKS 1-1/4" MIN. EMBED INTO MASONRY BLOCKS
.IP (1 ON EACH WING 1 PER ANGL
I I • I •
FLOATING
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#14 SMS
2 PER ANGLE
1-3/4" O.C. MIN.
1/4" DIA. TAPCONS BY 'ITW'
1/4" DIA TAPCONS BY 'RW'
1-1/4" MIN. EMBED INTO MASONRY BLOCKS
1-1/4" MIN. EMBED INTO MASONRY BLOCKS
1-3/4" MIN. 2 PER CLIP (1 ON EACH WING
1 PER ANCL
EDGE DIST.
yq 1BY
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1 I I I 2 PER ANGLE
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2 X 2 X 1/8"
ALUM ANGLE
2x2x 1/0
ALUM ANGLE
1/4- DIA. TAPCONS BY 'ITW'
1/4- DIX TAPCONS BY 'ITW'
tO
1-3/4"
1-1/4" MIN. EMBED INTO MASONRY BLOCKS
1-1/4" MIN. EMBED INTO MASONRY BLOCKS
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MIN
4 PER CLIP (2 ON EACH WING
2 PER ANCL
EDGE DIST.
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MIN.
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1/4" DIA. TAPCONS BY 'ITW'
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1- 1/4" MIN. EMBED INTO MASONRY BLOCKS
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1-1/4' MIN. EMBED INTO CONCRETE
1/4' DIA. TAPCONS BY 'ffW'
1-1/4' MIN. EMBED INTO CONCRETE
1/4" DIA, TAPCONS BY 'ITW'
1/4' DIA. TAPCONS BY 'ITW
1-3/4- MIN. 2 PER CLIP (1 ON EACH WING
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1-3/4'
1-1 4" MIN. EMBED INTO CONCRETE
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ANCHORS TYPE 'AAA2'
METAL STRUCTURES NI4 SMS OR 1/4' TEKS
(STEEL OR ALUM. 1/8" MIN. THICK) 2 PER CLIP
STEEL Fy - 36 KSI MIN. �(7 ON EACH WING)
ALUMINUM : 6063-T5 MIN. /
1 I I
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1 1 2 PER ANGLE 1
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ANCHORS TYPE 'B2'
14 SMS OR 1/4" TEKS
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FOR ALL OTHER TUBES 0
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TAPCON, MAY BE HEX OR FIAT HEAD.
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METAL TO METAL CONNECTION
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